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0105-190 (CSCS)LICENSED CONTRACTOR DECLARATION 1«heieby affirm under penalty of perjury that I am licensed under provisions of Chapler 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date Date ! } r A � ,S(gnature of Contractor L J r " ✓ ,�� P """ "� � �'� OWNER -BUILDER -DECLARATION �� I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole 'compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) ^I, as owner of the property, am exclusively contracting with licensed contractors.to construct the project (Sec` 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date .��I-i A % Signature of Owner 'WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Ston 3700 of the Labor Code, for the performance of the work for which this p rmit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. STA`PT? V(134D 1,4$4997 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the, Labor Code, I shall"forthwith comply with those"p`rou(sions. Date; Applicant— ~ Warning:/F&ilure-to-secure-Workers' Comp°ensation coverageKis unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages'as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation::. Y . I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes: s >," , �F Signature (Owner/Agent): ! '+� Date T„ BUILDING PERMIT PERMIT /t DATE / VALUATION' LOT TRACTy "r? ti a 36 JOB SITE- - ADDRESS ,,"` APN u' 4 -(Ab -044 OWNER CONTRACTOR/DESIGNER/EN INEER MADISON' I:?MtMs1% rr IMR 1 -MW C ONSI' ZID 3IOMI WC;. 9:38NM4'3U T" AVENUE 30,01, r,:. fAsiquirz o1(9 r3k ;9:A,1 .0 CA 91762 '?ALM apRaWs ti'A 92262 (760y.m.1553 CIBIA 3962 USE OF PERMIT "F}1'h F°.r°fiBak.d�'"ri�,t;rt�a�auL�'�� ?$��g S3" rvi3lds"57'.I'If�iF9i?CT 114fCLY.ti`?1'� - ;346tt a ! tm`i'RrCm numa iCrEA'i. t J i � CIAO TR AC:T A1401:1 -of dl����3 .F1A 1.3 X'391 ',fi�.°1:ED COST OF COMMC"`1'7014 6501(.f .OD . i'`u)1aa'I`1$U", ",101 101-000.41€-000 9i409,50 P. %I CHECK "U, 101-000-439-,08 52;128.43 MEICHAXIC AL FIRE 101„w ,4i21.fQoo $222,00 21MC°TR SC"A1L V'f% l t; i i,,'00 2.420-000 3. i 0.44 €'IJ.I .�11vt3.t'1ii� 101-00.0-419-000 i 3314,09 -t,�"p�dY{',.t:��r2i'�r.1.�}'..W�3".ai.'�''.�.:I},��Y1��"���"�•�^'�fiii � �i:��J.�� ,,.. JUN 2 9 2001 k FINANCE CfLIM x!,�' RECEIPT DATE/` BY DATE INA E INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap Framing 4 5-7- G f `�_ Insulation l F.A.U. Compressor Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster —Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas TestG _ l Appliances Final COMMENTS: s Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) %/`�� B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 45-535 Via Corona Indian Wells, CA 92210 (760)568-3553 (760)568-5681 Fax June 12, 2001 Mr. Ed Alderson Madison Development 71-361 San Gorgonio Road Rancho Mirage, CA 92270 RE: Point Happy Building 4 — La Quinta, CA Dear Mr. Alderson: This letter is to confirm that we have completed the structural observation for Point Happy, Building 4. We observed framing, wall sheathing, drag straps and connections for conformance with the structural plans and notes on sheet S-1 and required by the 1997 UBC Section 1702. To. the best of our knowledge and within the limitations of visual observation, all of the deficiencies noted have been corrected and the final construction is in substantial conformance with the approved.project structural plans. Please call me at (760) 568-3553 if you have any questions or would like to discuss this matter. Sincerely, Brian Gottlieb, P.E. cc: file �OQROFESS/0 G O 0sqFF�L� VALID ONLY IF SIGNED IN RED H, ISPECIAL INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY ' . 37630 Medjool--Ave. Palm Desert, CA,92211 Office (760) ,772-7192 Fax (760) 772=17193', Pager (760) 776-3 38 TYPE OF INSPECTION O REINFORCED CONCRETE TRUCT. STEEL ASSEMBLY ❑ F(450- 0 O POST TENSIONED CONCRETE fO ASPHALTOTHER,.-� f^ 1+4&1PERFORMED ❑ REINFORCED MASONRY ❑ FIREPROOFING L4 JOB LO T REPORT SEOUENCE NO. • T PE OF STRUCTURjjnn,, ,,•• Int Te %V�r qA �6W 'a .,� PERMIT NO. 1 01 •'� T N� ( b DAY OF WEEKS ; MATERIAL DESCRIPTION A 3 6 ARCIT CT t - i�-� - . �-�.. H INSP - HRS. CHARGED �•G6-Lj. ENGINEER � $ C-5, ASSISTANTS MRS. CHARGED INSPECTION GENERAL� Aa t • _ O SUB ( 1e f4 A� DATE CONTRACTOR S CONTRACTOR a Abe_C(00_MAL1kv'-_1 'n om -r adr UOAL ks UneS © Cracnr 0111 We.t.LZS C�A 'k -w o .. (s tij Go LS g­C_w-w �IL�2( a a•le. ccs o �e.l�- F� l�� V i S o� a- — W c Qbt Gb w• kTv i�u aa� Ae U) ecA • �P v -Tb 46t1r,)k_j ecao e�4S �onl S`^cU�Z e e� ,S'�Ap1 v A Codi -eC-IS i es I t 030 COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. .4 1 S NATURE OF REGISTERtb INSPECTOR b l r s a :� ,eei� DA E OF REPORT REGISTER NUMBFR ISPECIAL INSPECTION SERVICE -i REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 OF [INECTION ORMED O REINFORCED CONCRETE RUCT. STEEL ASSEMBLY TENSIONED CONCRETE ❑ASPHALTTHER ❑ REINFORCED MASONRY :❑ FIRE PROOFING O F1e�❑POST =Z,6 �� JOB LOCATION rj /],Q � I I 1 L K. V t v�Tfl REPORT SEQUENCE NO. TV OUATR URE M IPA w PER1�11T NO O3 - 0 �� D I 1/ DAV OF WEEK MATERIAL DESCRIPTION - 0 ARC(7C;, I TOR HRS. CHARGED & u)�'' NGINEERVn i•� ASSISTANTS HRS. CHARGED INSPECTION GATE GENERAL CONTRACTOR SUB A CONTRACTOR ' /{ AJ Q-A, 16 � v — Los ^ 5- o Cy S iek,064,2-01 STVu2Z -A e e v 030 COPY SENT TO CLIENT O CONTI ON NEXT PAGE O _ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF Md KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE. GOVERNING BUILDING LAWS. PH SILA URE OF REGISTERED INSPECTOR & I 'o 7S TE OCIAt REPORT REGISTER NUMRFR l e REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE TRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ Ft leu XhOTHER U-L01tk(V JOB LOCATION _ / f w h REPORT SEQUENCE NO. 7V5STRUCI.wRE PE 3T N0. � _ o�� U /Vl p ; O DAV OF WEEK MATERIAL DESCRIPTIONLO U HITECT IN ECTOR NRS.CHARGED 3� y.. l w L„_.7r _E� ,Ce JINGINEER ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL, SUB ( CONTRACTOR 1 -� CONTRACTOR --S A `�� 1, e la - 4 a�- ? o COPY SENT TO CLIENT O CONTINU DON NEXT PAGE ❑ PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. 1 HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE �~ GOVERNING BUILDING LAWS. �&-VjtAX NAT RE OF REGISTERED I PECTOR * 0 (S.) - DATE IREPOAT REGISTER NUMBER Building -� T `f -So 1lwv )I Address r `i 1 T4'lvl Q"' P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA. CALIFORNIA 92253 Mailing Address�7 City Zip ' Tel. + ` G Contractor Address City I Zip Tel. / SAY, c ir BY: Minimum Setback State Lia & Classif. r L 250 City Lic. # Arch., Engr., Designer FF j Rear Setback from Rear Prop. Line Address 7t'/0?_"'),- I / 1 I es<cfv)4 !J 1V L Tel. -}7Cl City tt_ i._-. t -n". r_ . � Zip ry -- . % State Lic. #r - i C.r -7 ter LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions ofiChapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to 'its Issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the.Business and Professions Code, or that.he is exempt therefrom, and the basis for thealleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). I-1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended of offered for sale. It, however, the building of improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I I I, as owner of the property, am exclusively contracting with licensed contractors to con. struct the proiect. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 1 am exempt under Sec. B. & P.C. for this reason Date ' Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company In Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100), valuation or less.) I certify that in the performance of Ing work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, alter making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives sof this city to enter the above- mentioned property for inspection purposes. Signature of applicant —Date— Mailing ateMailing Address City, State, Zip BUILDING: TYPE"CONST. VAI OCC. GRP. 14 .. 3 A.P. Number Legal Description Project Description Sq. Ft. No. No. Dw. Size Kn-3cjcf Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ /hsco Sdh� VukstC_ (;1�,/ot A,. Estimated Valuation Cl/ --Z 000. 00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION QVF 4/&r I Permit Fees . ` 87 #City of La Quinta Building 8r Safety Division Permit # - P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (619) 777-7012 0l —�%0 -Building Permit Application and Tracking Sheet Project Address: Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: Telephone: Address: Project Description: City, ST, Zip: 1 e Telephone: P ho ne: .....-.... - State Lic. # : City Lic. #: Arch., Engr., Designer:o /V E F o s s /.�•� .��.t�� Address. - z!i✓a' f 1P/ MWI-ln/ Di✓% 11/i�I Nd % S!� n/ City, ST, Zip: 'Ste 7 A9,Cd Telephone: P h one• Construction struc ' on e: Type: P a Occupancy: P nc Y• State Lic. # Pr oJect (circle one New type Ad ' do Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: �Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal/3 d Recd TRACKING Z mc -Li FEES Plan Sets Zr MOUAS Plan Check submitted r�/�/ Item Amount Structural Cales. ready for corrections Plan Check Deposit 4Reviewed, Truss Calcs. lledEContactPerson Plan Check Balance Title 24 Calcs. ans D/ Construction Grant Deed Plans resubmitted Mechanical e School Fees i9 �8 1 Electrical Subcontaetor List Called Contact Person Plumbing Planning Approval Plans picked up S.M.I. Pub. Wks. Appr Plans resubmitted Grading H.O.A. Approval 3M Review, ready for corrections/issue Developer Impact Fee Called Contact Person A I P P Date of permit issue NDtl Noel -S?2u ZylQi . o �_. - - •- L� - QVF 4/&r I Permit Fees . ` TITLE 2 4 Energy Conservation Standards Compliance Report THE FALLS PRIME STEAKHOUSE & MARTINI BAR LA QUINTA May 14, 2001 v Job Number: 19950A Prepared For. - PRE ST or.PREST VUKSIC ARCHITECTS 74020 ALESSANDRO SUITE C PALM SPRINGS, CA 92260 760-779-5393 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Madlin's I DATE -4(&/l1 ByAL_� enterprises n G d se , (, �/ ®♦®®®® Catherine M. Madlin, Certified Energy Analyst Post Office Box 1443 v Palm Springs, CA 92263 760-322-5004 / 323-3644 (fax) E-mail: CMadlin@aol.com Madlin's enterpfises Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 / 323-3644 (fax) ... V V V Title 24 Energy Conservation Standards Compliance Report This proposed project has been reviewed for compliance with the 1998 State of California Energy Conservation Standards, Title 24, by Madlin's Enterprises. The building design described in this compliance portfolio is in conformance with the standards as outlined in the attached compliance forms and documentation. Date: May 14, 2001 Job Number: 19950A Prepared For: PREST VUKSIC ARCHITECTS Project Name: THE FALLS PRIME STEAKHOUSE & MARTINI BAR Project Location: LA QUINTA Method of Compliance: ENERGYPRO CERTIFIED COMPUTER PROGRAM Orientation Of Entry: EAST Certified Energy Analyst Catherine M. Madlin NR 98-90-544 r r R 98-90-144 rr CADEC Celifornio Association of Building Energy Consulronrs v Post Office Box 1443 v Palm Springs, Ca 92263 v Madlin s enterprises Catherine M. Mad1b; Certified Eneigv Analyst v 760-322-5004 l 323-3644 (fax) .. y ®v ® v Title 24 Compliance Forms CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 PROJECT ADDRESS La Quinta PRINCIPAL DESIGNER -ENVELOPETELEPHONEt Bwlding P&kt # , Prest Vuksic Architects 760-779-5393 E _- x; DOCUMENTATION AUTHOR Madlin's Enterprises TELEPHONE 760 324-1731 1"Checked:Iiy/Date EnforcementA en Use!.J GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 6,399 sy.Ft. 15 BUILDING TYPE O NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ❑ ALTERATION EXISTING + ADDITION METHOD OF ENVELOPE COMPONENT OVERALL ENVELOPE Ej PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR SIGNATy DATE Catherine M. Madlin L//����i i�� L57 The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I� 1 Xi I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIG U DATE LIC. # Prest Vuksic Architects 5• ��\ �`� Zls� ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory M sures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:1 of 23 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME The Falls Prime Steakhouse and Martini Bar DATE 5/14/01 OPAQUE SURFACES it Surface Framing Type Type Solar Act. Gains Area U -Val. Azm. Tilt y/N Form 3 Reference Location / Comments 1 IRoof Wood 2,769 1 0.028 0 0 XII I R-38 Roof 11.38.2x14.16 Dining Room 2all Wood 221 0.059 90 90 XII I R-21 Wall .21.2x6.16 Dining Room 3 all Wood 427 0.059 180 90 X R-21 Wall .21.2x6.16 DiningRoom 4 all Wood 287 0.059 270 90 X R-21 Wall (W.21.2x6.16) Dining Room 5 all ood 12 0.059 135 90 X R-21 Wall (W.21.2x6.16) Dining Room 6 all ood 31 0.059 240 90 X R-21 Wall (W.21.2x6.16 Dining Room 7 all Wood 26 0.059 147 90 X I R-21 Wall (W.21.2x6.16) Dining Room 8 Wall ood 26 0.059 57 90 X I R-21 Wall (W.21.2x6.16) Dining Room 9 Wall ood 5 0.059 150 90 X I I R-21 Wall .21.2x6.16 Dining Room 10 Wall ood 5 0.059 35 90 X I I R-21 Wall (W.21.2x6.16) Dining Room 11 Wall ood 26 0.059 122 90 XII I R-21 Wall (W.21.2x6.16) Dining Room 12 Wall Wood 24 0.059 73 90 XII I R-21 Wall (W.21.2x6.16) Dining Room 13 Wall Wood 27 1 0.059 45 1 90 XII I R-21 Wall .21.2x6.16) Dining Room 14 Wall Wood 82 0.059 270 1 90 X R-21 Wall (W.21.2x6.16) Restrooms/Hallway 15 IRoof 16 Roof 17 Roof Wood Wood Wood 536 175 1,525 0.028 0.028 0.028 0 0 0 1 0 X 0 X 0 X R-38 Roof R.38.2x14.16) R-38 Roof (R.38.2x14.16) R-38 Roof (R.38.2x14.16) Restrooms/Hallway Restrooms/Hallway Kitchen 18 Wall Wood 326 0.059 0 90 X R-21 Wall .21.2x6.16) Kitchen 19 Wall Wood 1 12 1 0.059 1 90 90 X R-21 Wall (W.21.2x6.16) IlKitchen 20 Wall ood18 1 0.059 1 180 90 IXII JR -21 Wall (W.21.2x6.16) IKitchen i FENESTRATION SURFACES # I Type Act. Area U -Val. Azm. SHGC Glazing Type Location / Comments 1 Window 60 0.850 1 90 0.70 Double Mtl Uncoated Default Room 2 Window 15 0.720 1 90 0.73 Double Mtl Uncoated Default _-Dining Dining Room 3 Window 52 0.850 1 90 0.70 Double Mtl Uncoated Default Dining Room 4 Window 13 0.720 90 0.73 Double Mtl Uncoated Default Roam 5 Window 52 0.850 90 0.70 Double Mtl Uncoated Default -Dining Dining Room 6 Window 13 0.720 90 0.73 Double Mtl Uncoated Default Room 7 Window 52 0.850 90 0.70 Double Mtl Uncoated Default -Dining Room 8 Window 13 0.720 90 0.73 Double Mtl Uncoated Default -:)ining Room 9 Window 25 0.720 90 0.73 Double Mtl Uncoated Default -:)ining Dining Room 10 Window 85 0.850 1 180 0.70 Double Mtl Uncoated Default Dining Room 11 Window 143 1.190 1 180 0.83 Single Mtl Uncoated Default Dining Room 12 Window 85 0.850 180 0.70 Double Mtl Uncoated Default Room 13 Window 90 0.720 240 0.73 Double Mtl Uncoated Default -Dining Vininq Room 14 Window 13 0.720 147 0.73 Double Mtl Uncoated Default ining Room 15 Window 52 0.850 147 0.70 Double Mtl Uncoated Default ining Room EXTERIOR SHADING # 1 Exterior Shade Type None SHGC 0.76 Window Hgt. Wd. 8.0 6.0 Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len.H t. 19.0 2.0 19.0 19.0 2 None 0.76 2.0 7.5 19.0 0.1 19.0 19.0 3 None 0.76 8.0 6.0 1.5 2.0 1.5 1.5 4 None 0.76 2.0 6.5 1.5 0.1 1.5 1.5 5 None 0.76 8.0 6.0 12.0 2.0 12.0 12.0 6 None 0.76 2.0 6.5 12.0 0.1 12.0 12.0 7 None 0.76 8.0 6.0 19.0 2.0 19.0 19.0 8 None 0.76 2.0 6.5 19.0 0.1 19.0 19.0 9 None 0.76 10.0 2.5 6.0 0.1 6.0 6.0 10 None 0.76 8.5 10.0 1.5 0.1 1.5 1.5 11 None 0.76 11.0 13.0 0.0 0.0 0.0 0.0 12 None 0.76 8.5 10.0 1.5 0.1 1.5 1.5 13 one 0.76 10.0 9.0 6.0 0.1 6.0 6.0 14 None 0.76 2.0 6.5 19.0 0.1 19.0 19.0 15 None 0.76 8.0 6.0 19.0 2.0 19.0 19.0 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:2 of 23 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME The Falls Prime Steakhouse and Martini Bar ----]-DATE 5/14/01 OPAQUE SURFACES Surface Framing # Type Type Solar Act. Gains Area U -Val. Azm, Tilt y/N Form 3 Reference Location / Comments 21 Wall Wood 894 1 0.059 270 90 X R-21 Wall .21.2x6.16 Kitchen 22 lWall Wood 112 0.059 0 1 90 X R-21 Wall .21.2x6.16 Storage & Cooler 23 Roof Wood 170 0.028 0 0 X R-38 Roof R.38.2x14.16 Stora e & Cooler 24 Roof Wood 110 0.028 0 0 X R-38 Roof (R.38.2x14.16) Office 25 Wall Wood 30 0.059 0 90 X R-21 Wall (W.21.2x6.16) Office 26 Wall Wood 91 0.059 180 90 X R-21 Wall (W.21.2x6.16) Office 27 Wall Wood 121 1 0.059 270 90 X R-21 Wall .21.2x6.16 Office 28 Roof Wood 1,030 0.028 0 0 X R-38 Roof (R.38.2x14.16) Dining Room 29 Wall Wood 299 0.059 0 90 X R-21 Wall .21.2x6.16 Dining Room 30 Wall Wood 298 0.059 90 90 X R-21 Wall (W.21.2x6.16) Dining Room 31 Wall Wood 121 0.059 180 90 X R-21 Wall .21.2x6.16) Dining Room 32 Wall Wood 48 0.059 270 90 X R-21 Wall (W.21.2x6.16) Dining Room 33 Roof Wood 95 0.028 0 0 X R-38 Roof R.38.2x14.16 Storage � r FENESTRATION SURFACES # Type Act. Area U -Val. Azm. SHGC Glazing Type Location / Comments 16 Window 128 0.720 57 0.73 Double Mtl Uncoated Default Dining Room 17 Window 10 1.190 150 0.83 Single Mtl Uncoated Default _ Dining Room 18 Window 10 1.190 35 0.83 Single Mtl Uncoated Default Dining Room 19 Window 128 0.720 122 0.73 Double Mtl Uncoated Default Dining Room _ 20 Window 115 0.720 73 0.73 Double Mtl Uncoated Default Room 21 Window 48 0.850 45 0.70_ Double Mtl Uncoated Default -Dining _ inin Room 22 Window 12 0.720 45 0.73 Double Mtl Uncoated Default Room 23 Window 70 0.720 45 _0.73 _ Double Mtl Uncoated Default_Dining .-Dining _ Room 24 Window 15 0.720 0 0.73 Double Mtl Uncoated Default inin Room 25 -Window 80 0.850 0 0.70 Double Mtl Uncoated DefaultDining __ Room 26 Window 15 0.720 0 0.73 Double Mtl Uncoated Default _ Dining.Room 27 Window 80 0.850 0 0.70 Double Mtl Uncoated Default DiningRoom 28 indow 80 0.850 90 0.70 Double Mtl Uncoated Default Dining Room 29 Window 15 0.720 90 0.73 Double Mtl Uncoated Default DiningRoom 30 indow 48 0.720 90 0.73 Double Mtl Uncoated Default7 Pining Room I EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 16 None 0.76 1 10.0 12.8 6.0 0.1 6.0 6.0 17 None 0.76 1 10.0 1.0 19.0 0.1 19.0 19.0 18 None 0.76 10.0 1.0 19.0 0.1 19.0 19.0 19 None 0.76 10.0 12.8 • 19.0 0.1 19.0 19.0 20 None 0.76 10.0 11.5 19.0 0.1 19.0 19.0- 21 None 0.76 8.0 6.0 14.0 2.0 14.0 14.0 22 None 0.76. 2.0 6.0 14.0 0.1 14.0 14.0 23 None 0.76 10.0 7.0 14.0 0.1 14.0 14.0 24 None 0.76 1.5 10.0 6.0 0.1 6.0 6.0 25 None 0.76 8.0 10.0 6.0 0.1 6.0 6.0 26. None 0.76 1.5 10.0 8.0 0.1 8.0 8.0 27 None 0.76 8.0 10.0 1.5 2.0 1.5 1.5 28 None 0.76 10.0 8.0 8.0 2.0 8.0 8.0 29 None 0.76 1.5 10.0 8.0 0.1 8.0 8.0 30 None 0.76 8.0 6.0 1.5 0.1 1.5 1.5 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:3 of 23 OVERALL ENVELOPE METHOD Part 1 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar I 5/14/01 WINDOW AREA TEST A. DISPLAY PERIMETER Q ft X 6 = If DISPLAY AREA B. GROSS EXTERIOR WALL AREA 5,186 sf X 0.40 = 2,07If 40% AREA C. GROSS EXTERIOR WALL AREA 5,186 Sf X 0.10 = 519,' If MINIMUM STND. AREA D. ENTER LARGER OF A or B 2,074 If MAXIMUM STND. AREA E. ENTER PROPOSED WINDOW AREA —1,616, If PROPOSED AREA IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5. 1. IF E GREATER THAN D: WINDOW D. MAXIMUM STANDARD AREA E. PROPOSED WINDOW AREA ADJUSTMENT FACTOR (IF E=0, THEN ENTER C) GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. 2. IF LESS THAN C: ! C. MAXIMUM STANDARD AREA E. PROPOSED AREA I 1= WINDOW ADJUSTMENT FACTOR -1 - (IF E=0, THEN ENTER 1) GO TO PART 5 TO CALCULATE ADJUSTED AREAS.j SKYLIGHT AREA TEST ATRIUM HEIGHT i2 FT IF<=55 ,IF>55' ALLOWED % = 5 ALLOWED % = 10 II 57% x 1 6,410 = 320 ALLOWED % GR. ROOF AREA STANDARD SKYLIGHT AREA I. 0 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 5. 1. IF PROPOSED SKYLIGHT AREA > STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR GO TO PART 5 OF 5 TO CALCULATE ADJUSTED AREAS. Energyrro 2A By Energy5ott User Number: 1069 Job Number: 19950A Page:4 of 23 1 OVERALL ENVELOPE METHOD Part 2 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 OVERALL HEAT LOSS a a o o a o 0 0 PROPOSED STANDARD AREA HEAT CAPACITY U -VALUE TABLE VALUES UA (B X D) AREA* (Adjusted) U -VALUE UA (F X G) ASSEMBLY NAME (e.g. Wall -1, Floor -1) y N Roof 2,769 3.00 0.028 X❑ ❑ 78.5 2,769 0.057 157.8 Wall - E 221 3.23 0.059 ❑ 13.1 2211 0.084 18.6 Window - 60 dr 60 0.850 ❑ © 51.0 60 0.720 43.2 Window - 15 15 0.720 ❑ © 10.8 15 0.720 10.8 Window - 52 dr 52 0.850 ❑ ® 44.2 52 0.720 37.4 Window - 13 13 0.720 ❑ © 9.41 131 0.720 '9.4 Window - 52 dr 52 0.850 ❑ ® 44.2 52 0.720 37.4 Window - 13 13 0.720 ❑ ® 9.4 13 0.720 9.4 Window - 52 dr 52 0.850 ❑ ® 44.2 52 0.720 37.4 Window - 13 13 0.720 ❑ ® 9.4 13 0.720 9.4 Window - 25 25 0.720 ❑ 18.0 25 0.720 18.0 Wall - S 427 3.23 0.059 IX -1 ❑ 25.3 427 0.084 35.9 Window - 85 dr 85 143 0.850 ❑ 21 72.2 85 0.720 61.2 Window - 143 1.190 ❑ ❑X 170.2 143 0.720 103.0 Window - B5 dr 85 0.850 ❑ X❑ 72.2 85 0.720 61.2 Wall - W _ 287 3.23 0.059 X❑ ❑ 17.0 287 0.084 24.1 Wall - 135 12 3.23 0.0591:10.7 12 31 0.084 1.0 Wall - 240 31 3.23 0.059 ❑ 1.8 0.084 2.6 Window - 90 90 0.720 ❑ a 64.8 90 0.720 64.8 Wall - 147 26 3.231 0.059 X❑ ❑ 1.5 _ 26 0.084 2.2 Window - 13 13 0.720 ❑ ® 9.4 13 0.720 9.4 Window - 52 dr 52 0.850 ❑ ® 44.2 52 0.720 37.4 Wall - 57 26 3.23 0.059 ©❑ 1.6 26 0.084 2.2 Window - 127.5 128 0.720 ❑ ® 91.8 128 0.720 91.8 Wall - 150 5 3.23 0.059 ❑ 0.3 5 0.084 0.4 Window - 10 10 1.190 ❑ x 11.9 10 0.720 7.2 Wall - 35 5 3.23 0.059 a 0.3 5 0.084 0.4 Window - 10 10 Wall - 122 26 Window - 127.5 128 * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 5 of 5. 1.190 El (❑� -Z] 11.9 10 0.720 7.2 3.23 0.059 0 ❑ 1.6 261 0.0841 2.2 0.720 ❑ 91.8 128 0.720 91.8 Column E shall be no greater than Column H 1,023 This Page Total 995 1,728 Building Total 1,826 EnergyPro 2.1 By Energysoft User Number: 1069 Job Number: 19950A Page:S of 23 OVERALL ENVELOPE METHOD Part 2 of 5 V:-:2: ] PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 VERALL HEAT LOSS F a a a o 0 0 0 PROPOSED STANDARD AREA CAPACITY U -VALUE TABLE VALUES UA (B X D) AREA* (Adjusted) U -VALUE UA (F X G) ASSEMBLY NAMEHEAT (e.g. Wall -1, Floor -1) Y N Wall - 73 24 3.23 0.059 N ❑ 1.4 24 0.084 2.0 Window - 115 115 0.720 ❑ 82.8 1151 0.720 82.8 Wall - 45 27 3.23 0.059 ®❑ 1.6 27 0.084 2.3 Window - 48 dr 48 0.850 ❑ ® 40.8 48 0.720 34.6 Window - 12 12 0.720 ❑ © 8.6 12 0.720 8.6 Window - 70 70 0.720 ❑ © 50.4 70 0.720 50.4 Wall - W 82 3.23 0.059 ©❑ 4.9 821 0.084 6.9 Roof 536 3.00 0.028 N ❑ 15.2 536 0.057 30.6 Roof 175 3.00 0.028 N ❑ 5.0 175 0.057 10.0 Roof 1,525 3.00 0.028 ®❑ 43.2 1,525 0.057 86.9 Wall - N 326 3.23 0.059 [XI ❑ 19.3 326 0.08 27.4 Wall - E 12 3.23 0.059 El 0.7 12 1.0 Wall - S 18 3.23 0.059 1XI ❑ 1.1 181 _0._084 0.084-- . 1.5 Wall - W 894 3.23 0.059 LXJ ❑ 52.9 894 0.084 75.1 Wall - N _ 112 3.23 0.059 LTJ ❑ 6.6 112 0.0841 9.4 Roof _ 170 3.00 0.028 CXI ❑ 4.8 T70 0.057 9.7� Roof _ _ 110 3.00 0.028 L^J ❑ 3.1 110 0.057 6.3 I Wall - N 30 3.23 0.059 ❑ 1.8 30 0.084 2.5 1 Wall - S _ 91 3.231 0.059 �u N ❑ 5.4 91 0.084 7.6 Wall - W 121 3.23 0.059 N ❑ 7.2 121 0.084 10.2 Roof 1,030 3.00 0.028 N ❑ 29.2 1,030 0.057 58.7 Wall - N 299 3.23 0.059 N ❑ 17.7 299 0.084 25.1 Window - 15 15 0.720 ❑ N 10.8 15 0.720 10.8 Window - 80 dr 80 0.850 ❑ N 68.0 80 0.72C 57.6 Window - 15 15 0.720 ❑ N 10.8 15 0.72C 10.8 Window - 80 dr 80 0.850 ❑ N 68.0 80 0.72C 57.6 Wall - E 298 3.23 0.059 X❑ ❑ 17.6 298 0.084 25.0 Window - 80 dr 80 0.850 ❑ N 68.0 80 0.720 57.6 Window - 15 151 0.720 ❑ N 10.8 15 0.720 10.8 Window - 48 48 0.720 ❑ a 34.6 48 0.720 34.6 * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 5 of 5. Column E shallbe no greater than Column H 692 This Page Total 814 1,728 Building Total 1,829 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:6 of 23 OVERALL ENVELOPE METHOD Part 2 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 VERALL HEAT LOSS B o a o o a r PROPOSED STANDARD AREA HEAT CAPACITY U -VALUE TABLE VALUES UA (B X D) AREA (Adjusted) U -VALUE UA (F X G) ASSEMBLY NAME (e.g. Wall -1, Floor -1) y T N Wall - S 121 3.23 0.059 ❑X I ❑ 7.2 121 0.084 10.2 Wall - W 48 3.23 0.059 X ❑ 2.8 48 0.084 4.0 Roof 95 3.00 0.028 X I ❑ 2.7 95 0.057 5.4 ❑❑ ❑❑ El El El El F-1 El 01 ❑❑ F-1 1:1 0 El 1:1 1:1 -E] [A El 1:1 01 El - ❑❑ - El El 1:1 El 1:1 El -E] El 1:1 El 1:1 -E] El El 1:1 El E] El ❑❑ If Window and/or Skylight Area Adjustment is Required, Column E shall be 13 This Page Total 20 use Adjusted Areas from Part 5 of 5. no greater than Column H 1,728 Building Total 1,829 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:7 of 23 OVERALL ENVELOPE METHOD Part 3 of 5 ENV -2 = PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/1 01 OVERALL HEAT GAIN FROM CONDUCTION PROPOSED STANDARD TABLE HEAT ASSEMBLY NAME (e.g. Wall -1, Floor -1) Roof all - E Window - 60 dr Window - 15 Window - 52 dr Window - 13 Window - 52 dr Window - 13 Window - 52 dr Window - 13 Window - 25 all - S Window - 85 dr Window - 143_ Window - 85 dr Wall* W all - 135 Wall -.-240 Window - 90 Wall - 147 Window - 13 Window - 52 dr Nall - 57 Window - 127.5 Wall - 150 Window - 10 Wall - 35 Window - 10 all - 122 Window - 127.5 AREA TF HEAT CAPACITY U- VALUE VALUES GAIN BxCxE AREA* Adjusted (Adjusted) ) U -VALUE TF GAIN O GxHxl Y N 2,769 55 1 3.00 0.028 X ❑ 4,318 2,769 0.057 55 8,681 221 55 3.23 0.059 a ❑ 720 221 0.084 55 1,021 60 55 0.850 ❑ ❑i� 2,805 60 0.720 55 2,376 15 55 0.720 ❑ 594 15 0.720 55 594 52 55 0.850 ❑ X 2,431 52 0.720 55 2,059 13 55 0.720 ❑ X 515 13 0.720 55 515 52 55 0.850 ❑ 0 2,431 52 0.720 55 2,059 13 55 0.720 ❑ ® 515 13 0.720 55 515 52 55 0.850 ❑ 2,431 52 0.720 55 2,059 13 55 0.720 ❑ ® 5151 13 0.720 55 515 P5 55 0.720 ❑ a 990 25 0.720 55 990 427 55 3.23 0.059 ❑ 1,391 427 0.084 55 1,973 85 55 0.850 ❑ 3,974 85 i 0.720 55 3,366 143 55 1.190 ❑ 9,359 143 0.720 55 5,663 85 55 0.850 ❑ [K 3,974 85 0.720 55 3,366 287 55 3.23 0.059 a 1:1 9351 287 0.084 55 1,326 12 55 3.23 0.059 0 1:1 39 12 0.084 55 55 31 55 3.23 0.059 n ❑ 101 31 0.084 55 143 90 55 0.720 ❑ 3,564 90 0.720 55 3,564 26 55 3.23 0.059 a ❑ 85 26 0.084 55 120 13 55 0.720 a a 515 13 0.720 55 515 52 55 0.850 ❑ © 2,431 52 0.720 55 2,059 26 55 3.23 0.059 ❑ 86 26 0.084 55 122 128 55 0.720 ❑ 5,049 128 0.7201 55 1 5,049 5 55 3.23 0.059 ❑ 16 5 0.084 55 23 10 55 1.190 ❑ a 655 10 0.720 55 396 5 55 3.23 0.059 ❑ 16 5 0.084 55 23 10 55 1.190 ❑ ® 655 10 0.720 396 26 55 3.23 0.0591 X❑ 86 26 0.084 55 1 122 128 55 0.720 ❑ 5,049 128 0.720 55 5 049 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:8 of 23 This Page Total 54,715 * If Window and/or Skylight Area Adjustment is Required,56,243 use Adjusted Areas from Part 5 of 5. 95,019 Building Total 100,582 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:8 of 23 .4 OVERALL ENVELOPE METHOD Part 3 of 5 ENV -2 PROJECT NAME The Falls Prime Steakhouse and Martini Bar DATE 5/14/01 OVERALL HEAT GAIN FROM CONDUCTION A] aoo a o 0 o a a PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES GROIN AREA* GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY VALUE y N (BxCxE) (Adjusted) U -VALUE TF G a Nall - 73 24 55 3.23 0.059 ❑ 78 24 0.084 55 111 Window- 115 115 55 0.720 ❑ 4,554 115 0.720 55 1 4,554 Nall - 45 27 55 3.23 0.059 ❑ 88 27 0.084 55 125 Window - 48 dr 48 55 0.850 ❑ 0 2,244 48 0.720 55 1,901 Window - 12 12 55 0.720 ❑ 475 12 0.720 55 475 Window - 70 70 55 0.720 1:1 2,772 70 0.720 55 2,772 Nall - W 82 55 3.23 0.059 X❑ ❑ 267 82 0.084 55 379 Roof 536 55 3.00 0.028 ❑ 836 536 0.057 55 1,680 Roof 175 55 3.00 0.028 X❑ ❑ 273 175 0.057 55 549 Roof 1,525 55 3.00 0.028 ®❑ 2,378 1,525 0.0571 55 4,781 Nall - N 326 55 3.23 0.098 2] ❑ 1,062 326 0.084 55 1,506 Nall - E 12 55 3.23 0.059 IXJ ■ 39 12 0.084 55 55 Nall - S _ _ 18 55 3.23 0.059 OX ❑ 59 18 0.084 55 83 Nall - W Nall - N 894 112 55 55 3.231 3.23 0.059 0.059 EX]❑ ❑ 2,911 365 894 112 0.084 0.084 55 55 _4,130 i 517 Roof _ _ 170 55 3.00 0.028 'X] ❑ 265 170 0.057 55 533 Roof _ _ 110 55 3.00 0.028 _ 172 _ 110 0.0571 55 3451 Nall - N -_ _ Nall - S 30 55 3.23 0.059 X❑ ❑ 30 0.084 55 139 91 55 3.23 0.059 X❑ ❑ _98 296 91 0.084 55 420 Nall - W 121 55 3.23 0.059 ❑ 394 121 0.084 55 559 Roof 1,030 55 3.00 0.028 ❑ 1,606 1,030 0.057 55 3,229 Nall - N 299 55 3.23 0.059 ©❑ 974 299 0.084 55 1,381 Window - 15 15 55 0.720 ❑ a 594 15 0.720 55 594 Window - 80 dr 80 55 0.850 ❑ a 3,740 80 0.720 55 3,168 Window - 15 15 55 0.720 ❑ 594 15 0.720 55 594 Window - 80 dr 80 55 0.850 ❑ 3,740 80 0.720 55 3,168 Nall - E P98 55 3.23 0.0591s] 1:1 970 298 0.084 55 1,377 Window - 80 dr 80 55 0.850 ❑ ® 3,740 80 0.720 3,168 Window - 15 15 55 0.720 ❑ FXJ 594 15 0.720 55 594 Window- 48 481 55 0.720 ❑ ❑X 1,901 48 0.720 55 1,901 * If Window and/or Skylight Area Adjustment is Required, 38,078 This Page Total use Adjusted Areas from Part 5 of 5. 95,019 Building Total 44,789 100,582 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:9 of 23 OVERALL ENVELOPE METHOD Part 3 of 5 ENV -2 PROJECT NAME The Falls Prime Steakhouse and Martini Bar DATE 5/1 A 01 VERALL HEAT GAIN FROM CONDUCTION a oo[:D] a o o a o PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES GROIN AREA* GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY VALUE Adjusted U -VALUE TF O Y N BxCxE ( 1 ) GxHxl Wall - S 121 55 3.23 0.059 X ❑ 394 121 0.084 55 559 Wall - W 48 55 3.23 0.059 0 ❑ 156 48 0.084 55 1 222 Roof 95 55 3.00 0.028 ❑ 148 95 0.057 55 298 ❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ - ❑❑ - - 010 ❑❑ 1 - r-1❑ ❑ ❑ ❑ _ El El El El 1:1 El 1:1 El El 1:1 o 1:1 El * If Window and/or Skylight Area Adjustment is Required, 698 This Page Total use Adjusted Areas from Part 5 of S. s5,o1s Building Total 1,079 100,582 EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number 19950A Page: 10 of 23 OVERALL ENVELOPE METHOD Part 4 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 OVERALL HEAT GAIN FROM RADIATION 0 0 000000n n nnn *If Window and/or Skylight Area PROPOSED STANDARD WINDOW/SKYLIGHT NAME (e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG I HEAT GAINHEAT D (BxCxDxExH) AREA (ADJUSTED) RSHG (or SHGC**) $F GAIN (BxJxKxL) H V HN OHF Window - 60 dr E 1.08 60 123 0.70 19-0110.0 1.90 0.43 2,399 60 0.50 123 3,985 Window - 15 E 1.08 15 123 0.73 19.0 2.1 9.05 0.43 625 15 0.50 123 996 Window - 52 dr E 1.08 52 123 0.70 1.5 10.0 0.15 0.87 4,206 52 0.50 123 3,454 Window - 13 E 1.08 1 123 657 13 0.50 123 863 Window - 52 dr E 1.08 52 123 0.70 12.0 10.0 1.20 0.43 2,079 52 0.50 123 3.454 Window - 13 E 1.08 13 123 0.73 12.0 2.1 5.71 0.43 542 13 0.50 123 863 Window - 52 dr E 1.08 52 123 0.70 19.0 10.0 1.90 0.43 2,079 52 0.50 123 3.454 Window - 13 E 1.08 13 123 0.73119-01 2.1 9.05 0.43 542 13 0.50 123 863 Window- 25 E 1.08 25 123 0.73 6.0 10.1 0.59 0.58 1,399 25 0.50 123 1.6611 Window - 85 dr S 1.12 85 123 0.70 1.5 8.6 0.17 0.81 6,6171 85 0.50 123 5,855 Window - 143 S 1.12 143 123 0.83 16,351 143 0.50 123 9,850 Window - 85 dr S 1.12 85. 123 0.70 1.5 8.6 0.17 0.81 6,617 85 0.50 123 5,855 Window - 90 W 1.13 go 123 0.73 6.0 10.1 0.59 0.5B _ 5,269 90 0.50 123 6.255 Window - 13 S 1.12 13 123 0.73 19.0 2.1 9.05 0.44 575 13 0.50 123 895 Window - 52 dr S 1.12 52J 123 0.70 19.0 10.0 1.90 0.44 2.206 52 0.50 123 3 S82 Window - 127.5 E Window - 10S 1.08 1.12 128 10 123 123 0.73 0.83 6.0 19.0 10.1 10.1 0.59 1.86 0.58 0.44 7,134 503 128 10 0.50 0.50 12;i 1231 1 8 469 689 Window -in- _ N 0.67 10 123 0.83 19.0 10.1 1.88 0.79 540 10 0.77 123 635 Window - 127.5 _ E 1.08 128 123 0.73 19.0 10.1 1.88 0.431 5.317 1281 0.50 123 8,469 -O - 115 1.08 123 -0-43- 4,795 115 0.50 123 7,638 Window - 48 dr N 0.67 48 123 0.70 14.0 10.0 1.40 0.79 2,187 48 0.77 123 3.046 Window - 12 N 0.67 12 123 ,§ �q 12 0.77 123 761 Window 70 N 0.67 7 123 0.73 14.0 10.1 1.39 0.79 3,327 70 0.77 123 4,442 Window - 15 N 0.67 15 1230-73 713 15 0.77 123 952 Window - 80 dr N 0.67 8 123 0.70 6.0 7-75 .74 0.81 3,720 80 0.77 123 5.076 Window - 15 N 0.67 15 123 0.73 8.0 1.6 5.00 0.79 713 15 0.77 123 952 Window - 80 dr N 0.67 80 123 0.70 1.5 10.0 0.15 0.94 4,352E80 0.77 123 5.0761 Window - 80 dr E 1.08 8 123 0.70 8.0 12.0 0.67 0.54 4,034 0.50 123 5,314 *If Window and/or Skylight Area ** Only SHGC is Column I must be Adjustment is Required, use used for Skylights less than column M Adjusted Areas from Part 5 of 5. 90,070 This Page Total 103,403 94 613 Building Total 107 ,588 Total Heat Gain From Conduction 95,019 (From Part 3) 100,582 T IH 189,632 Ota eat Gam 208,170 EnergyPro 2.1 By EnergyPro User Number: 1069 Job Number: 19950A Page: 11 of 23 I OVERALL ENVELOPE METHOD Part 4 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 OVERALL HEAT GAIN FROM RADIATION 0 0 © n FK RL PROPOSED STANDARD WINDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG I HEAT GAIN (BxCxDxExH) AREA * (ADJUSTED) RSHG (or SHGC*') SF HEAT GAIN a (BxJxKxL) H V HN OHF Window - 15 E 1.08 15 123 0.73 8.0 1.6 5.00 0.43 625 15 0.50 123 996 Window - 48 E 1.08 48 123 0.73 1.5 8.1 0.19 0.84 3,918 48 0.50 123 3,188 4,543 This Page Total 4,184 5 of 5. 94,613 Building Total 107,588 *If Window and/or Skylight Area Adjustment is Required, use ** Only SHGC is used for Skylights Column 1 must be less than column M 95,019 Total Heat Gain From Conductio n (From Part 3) 100,582 Adjusted Areas from Part 189,632 Total Heat Gain 208 170 EnergyPro 2.1 By EnergyPro User Number: 1069 Job Number: 19950A Page: 12 of 23 5 of 5. OVERALL ENVELOPE METHOD Part 5 of 5 ENV -2 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 WINDOW AREA ADJUSTMENT CALCULATIONS RX CHECK IF NOT APPLICABLE (See ❑A Part 1 of 5.) ORIENTATION ❑g GROSSSKYLIGHT AREA AREA LJ WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (D X E) ADJUSTED WALL AREA B - (F + C) WALL NAME (e.g. Wall -1, Wall -2) GROSS AREA DOOR AREA WINDOW AREA N I E I S JW I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ N/A - _. -- -- -_ -- - TOTALS N/A CHECK IF NOT APPLICABLE (See Part 1 of 5.) 0 ROOF NAME (e.g. Roof -1, Roof -2) TOTALS E. SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (C X D) ADJUSTED ROOF AREA (B - E) GROSSSKYLIGHT AREA AREA N/A EnergyPro 2.1 By EnergySoft User Number 1069 Job Number: 19950A Page: 13 of 23 ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 DESCRIPTION Designer Enforcement FX § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Ouality Standards for insulating material, Title 20, Chapter 4, Article 3. .FX] § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. a §116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). 0 § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. X❑ §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page: 14 of 23 CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-1 PROJECT NAME DATE OF PLANS DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 PROJECT ADDRESS BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM ... La Quinta COMPLIANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT 7Kl ENVELOPE COMPLIANCE ATTACHED PRINCIPAL DESIGNER - MECHANICAL TELEPHONE Building Permit #- Dexter Barr / Polar Barr Air Conditioning 760-346-5529 SIGNATURE / DOCUMENTATION AUTHOR Madlin s Enterprises TELEPHONE (760) 324-1731 Checked by/Date The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction Enforcement Agency Use. GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 6,399 Sq.Ft. 15 BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ❑ ALTERATION EXISTING + ADDITION METHOD OF MECHANICAL ® PRESCRIPTIVE F—] PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT 7Kl ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE / DATE Catherine M. Madlin The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licenced in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pe nt to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER - NAME TU DATE LIC. # Dexter Barr Polar Barr Air Conditionin / �Xj I MECHANICAL MANDATORY MEASURES 00, Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but form does not have to be completed if location of mechanical equipment schedule is indicated on the form per Section 4.3.3. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Prescriptive submittals. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:15 of 23 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 _ PROJECT NAME The Falls Prime Steakhouse and Martini Bar I MECHANICAL SYSTEMS DATE 5/14/01 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME The Falls Prime Steakhouse and Martini Bar DATE 5/14/01 CHILLER AND TOWER SUMMARY Efficiency Tons PUMPS Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control DHW BOILER SUMMARY TANKINSUL. EnergyFactor or Recovery Efficiency Standby Loss or Pilot System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. Ext. R -Val. A.O.Smith FSG -75-230 Small Gas Standard 2 75,000 74 0.48 n/a 12 CENTRAL SYSTEM RATINGS HEATING COOLING System Name System -Type Ot . Output Aux. kW Eff. Output Sensible Eff iciency Economizer Type CARRIER 50LJQ012511 Packaged DX 4 116,000 15.0 7.0 HSPF 113,000 79,1001 *0 EER Fixed Temp (Integrate CARRIER 50HS-060--- 301- Packaged DX 1 57,000 10.0 7.0 HSPF 57,500 40,25010.0 SEER/ 8.6 EER No Economizer EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page: 17 of 23 MECHANICAL EQUIPMENT SUMMARY PROJECT NAME • I The Falls Prime ZONE TERMINAL SUMMARY artini Bar VAV TERMINAL BOX Min. CFM Reheat Coil Zone Name S stem Type Qty. Ratio Type DeltaT Part 2of2 DATE Flow I Motor Drive Ratio I CFM I BHP Eff. Eff. MECH-2 Type I Output I EXHJAUST AUST-FAN Room Name oty, I CFM BHP Motor Eff. Drive Eff. Room Name qty, I CFM BHP Motor Eff. Drive Eff. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page: 1B of 23 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 MECHANICAL VENTILATION RA ©© 0 0 0 0 a a a o I EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page: 19 of 23 1 AREA BASIS OCCUPANCY BASIS REO'D O.A. (MAX OF D OR G) DESIGN OUTDOOR AIR CFM VAVTRANS- MIN. RATIO FER AIR ZONE/SYSTEM COND. AREA (SF) CFM PER SF MIN. CFM (B x C) NO. OF PEOPLE CFM PER PERSON MIN. CFM (ExF) Dining Room 2,769 0.50 1,384 92.3 15.0 1,384 1,384 1,384 Restrooms/Hallway 700 0.15 105 10.0 15.0 150 150 150 Kitchen 1,525 0.15 229 15.2 15.0 229 229 229 Storage & Cooler 170 0.15 26 2.4 15.0 36 36 36 Office 110 0.15 161 5.0 24 24 24 AC Zone 10 Ton Units Total 1,823 1,823 Dining Room 1,030 0.50 515 34.3 15.0 515 515 515 Storage 95 0.15 14 1.4 15.0 20 20 20 AC Zone 5 Ton Total 535 535 C E I K Minimum Ventilation Rate per Section 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). I EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page: 19 of 23 1 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 SYSTEM NAME FLOOR AREA AC Zone 10 Ton Units 5,274 (NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY/ WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 1,8231 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN _ POWER CONSUMP- FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 4.200 K ❑D EFFICI�ik MOTOR 86.5% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. ❑E NUMBER OF FANS 4 COOLING HEATING 112 OF 26 OF 78 OF 74 °F 70 OF 73,389 85,433 155,916 100,502 0 n/a 7,796 5,025 0 0 0 0 7,7961 1 5,025 244,897 195,985 1.21 1.43 296,325 280,259 275,751 305,161 Btu / Hr Btu / lir a PEAK WATTS B x E x 746 / (C X D) 14.937 CFM (Supply Fans) 16,000 TOTALS 14 937 16,000 TOTAL FAN SYSTEM POWER DEMAND 0.934 WATTS / CFM Col. F / Col. G EnergyPro 2.1 By EnergySoft User Number 1069 Job Number 19950A Page 20 of 23 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 SYSTEM NAME AC Zone 5 Ton FLOOR AREA 1,125 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY/ WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 5351 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN _ IER CONSUMP- W FAN DESCRIPTION SuDDIv Fan DESIGN BRAKE HP 1.000 © D EFFICIENCY MOTOR I DRIVE 82.5% 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 112 OF 26 OF 78 OF 741 OF 70 OF 21,293 24,923 38,652 24,678 0 n/ 1,933 1,234 0 0 0 0 1,9331 1 1,234 63,810 52,069 1.21 1.43 77,210 74,458 �40,08� 37,487 Btu / Hr Btu / Hr 11 NUMBER OF FANS 1 PEAK WATTS BzEx746/(CXD) 1 9041 Eil CFM (Supply Fans) 2,000 TOTALS 90411 2,0001 TOTAL FAN SYSTEM POWER DEMAND 0.452 WATTS / CFM COI. F / Col. G EnergyPro 2.1 By EnergySoft User Number 1069 Job Number: 19950A Page: 21 of 23 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM rROJECT NAME DATE The Falls Prime Steakhouse and Martini Bar 5/14/01 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies ❑X §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. 0 § 115(a) Fan type central furnaces shall not have a pilot light. X❑ § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. n § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off" feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or F' § 122(e)1 B An occupancy sensor to control the operating period of the system; or F§ 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the II ----{ system. I § 122{e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. F§ 122(8) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. © § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. X § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. a§ 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:22 of 23 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAMEDATE The Falls Prime Steakhouse and Martini Bar 5/14/01 Description Designer Enforcement Ventilation a§ 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. n§ 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. F § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. X❑ § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or § 121(f)4 Another method approved by the Commission. Service Water Heating Systems —� X❑ § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. X❑ § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 2.1 By EnergySoft User Number: 1069 Job Number: 19950A Page:23 of 23 THE FALLS STEAKHOUSE of Occupancy�- Certificate 0 0� r of Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building . Code, certifying that, at the time of. issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. I BUILDING ADDRESS: 78-430 HIGHWAY 111 #5 s Use classification: COMMERCIAL Building Permit No.: 0105-190 k a Occupancy Group: A-3 Type of Construction: V -N Land Use Zone: CC I s Owner of Building: MADISON DEVELOPMENT Address: 938 N. MOUNTAIN AVENUE City, ST, ZIP: ONTARIO, CA 91762 hdj"'t By: RICHARD KIRKLAND Date: SEPTEMBER 16, 2003 Building Official POST IN A CONSPICUOUS PLACE